Table3. Maximum Value of Horizontal Seismic Effect Coefficient ƒ¿max
|
Seismic Effect |
VI |
VII |
VIII |
IX |
|
Frequently Occurred Earthquakes |
0.04 |
0.08(0.12) |
0.16(0.24) |
0.32 |
|
Expected Rare Earthquakes |
- |
0.50(0.72) |
0.90(1.20) |
1.40 |
Remark: the values in bracket are applied in the region that Design Basic Acceleration of Ground Motion is larger than 0.15g and 0.30g respectively.